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3ocuSign Envelope ID: DA73B1BA-6582-464F-BFE6-D80C1D19D49B <br />V1. <br />GENERAL FOUNDATION NOTES: <br />• CONCRETE SLAB ON GRADE SHALL BE MINIMUM 3 1/2" THICK AND <br />HAVE MINIMUM 28 DAY COMPRESSIVE STRENGTH OF 2500 PSI LINO. <br />• EARTH AND EARTH FILL SUPPORTING SLABS ON GRADE IS <br />ASSUMED TO HAVE A MINIMUM BEARING CAPACITY OF 2,000 psf, AND <br />SHALL BE FREE OF ORGANIC MATERIAL AND COHESIVE SOILS. <br />COMPACT THE FILL IN 12" LIFTS TO AT LEAST 95% OF MODIFIED <br />PROCTOR MAXIMUM DRY DENSITY. IT IS THE OWNER'S OR <br />CONTRACTOR'S RESPONSIBILITY TO CONFIRM THESE ASSUMPTIONS <br />• IF CONTRACTOR OR BUILDING OFFICIAL DETERMINES THAT THE <br />SOIL IS NOT SUITABLE FOR 2,000 PSF BEARING CAPACITY, CONTACT <br />EOR. ADDITIONAL FOUNDATION WORK MAY BE REQUIRED. <br />• SLIDING GLASS DOOR FRAMES MUST BE RECESSED INTO THE SLAB <br />IN ACCORDANCE WITH THE BUILDING CODE. CONSULT <br />ARCHITECTURAL PLANS FOR LOCATION OF SLIDING GLASS DOORS. <br />• MASONRY STEMWALL AND MONOLITHIC FOOTINGS ARE <br />INTERCHANGEABLE. SEE SHEET ST-2D FOR ALTERNATE STEMWALL <br />SECTIONS. <br />• 24" LONG #4 BAR IS RECOMMENDED TO BE INSTALLED AT ALL <br />RE-ENTRANT CORNERS, SEE "RE-ENTRANT CORNER DETAIL" ON <br />SHEET ST-2D. <br />FOUNDATION KEYNOTES: DC1 <br />NOTES APPLICABLE ONLY WHERE SPECIFIED ON PLAN <br />n <br />L J <br />8"x8" DEEP THICKENED <br />EDGE w/ (1) #4 CONT <br />i <br />B <br />12" DEEP FTG UNDER BOX <br />COLUMN, FTG TO BE <br />PROJECTED MIN 6" AS SHOWN <br />16"SQx12" DEEP FTG <br />LD <br />I� <br />24"SQx20" DEEP FTG <br />w/ (3) #4 EW <br />E <br />30"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />F I <br />36"SQx20" DEEP FTG <br />w/ (4) #4 EW <br />L48"SQx24" <br />G- <br />DEEP FTG <br />w/ (5) #4 EW, T&B <br />� <br />" I <br />#5 VERTICAL DOWEL TYP <br />AS SHOWN, SEE MASONRY <br />NOTES ON ST-1 <br />65'-0" —�{� <br />_FOUNDATION PLAN <br />1/4" = V-0" WHEN PRINTED ON 22"x34" <br />2"0 VENT <br />TO ROOF <br />I <br />I <br />I <br />2"0 VENT <br />/ TO ROOF <br />I I <br />1 <br />u7 <br />O <br />z <br />co <br />co <br />W <br />z_ <br />co <br />Z) <br />m <br />W <br />W <br />z <br />0 <br />z <br />W <br />O <br />J <br />z <br />O <br />O <br />a - <br />Ix <br />U <br />0 <br />R <br />O <br />LL <br />a <br />U <br />z <br />0 <br />O <br />J <br />O <br />z <br />U <br />W <br />F- <br />X <br />W <br />X <br />m <br />z <br />0 <br />W <br />Q <br />z <br />U) <br />0 <br />LIL <br />U) <br />} <br />C� <br />O <br />J <br />O <br />z <br />2 <br />U <br />W <br />I— <br />x <br />W <br />a <br />a <br />E <br />o <br />U <br />Q <br />O <br />APEX <br />I <br />tds1r <br />s= <br />true design studios j <br />9000 REGENCY SQUARE BLVD. <br />SUITE 100, JACKSONVILLE, FL 32211 <br />904.821.5200 <br />J <br />W <br />� <br />w <br />� <br />o <br />Z <br />w <br />Q <br />O <br />cn <br />j <br />O <br />� <br />w <br />� <br />w <br />d, <br />�J <br />111 <br />00 <br />r` <br />X <br />z <br />O <br />W <br />I— <br />z <br />Abbott Park I)f <br />a <br />LL <br />LOT 007-03 W <br />a <br />U <br />U) <br />0 <br />W <br />PROJECT NO: I- <br />2021.003509 z <br />DRAWN. <br />LDG w <br />CHKD: <br />MJP 0 <br />0 <br />0 <br />JSJIN Lq/V/, J <br />n U) <br />ry. <br />��'•,�� '/ EF435..11,11111111101 U) <br />03-23-2021 O <br />z <br />REVISIONS: <br />No. Description Date <br />W <br />U) <br />W <br />W <br />J <br />a <br />U) <br />I— <br />O <br />ST=2 z <br />0 <br />CMUIMETAL CONNECTOR ENGINEERING <br />